Re: [MW:13652] Longitudinal weld seam staggering _Section VIII Div 2 Reg.,

Hi   I could guide you on Div.1 as i am working on it. If you refer ASME Sec.VIII Div.1, UW-9 - Design of welded joints, the distance between long seams is mentioned as: Center line of long seams of two shells courses shall be staggered by at least 5 times the thickness of thicker plate. This may be reduced if T-Junction is radiographed 100mm length of each long seam. Similarly you can refer Div.2   Regards   Prem Nautiyal --- On Wed, 2/8/12, kcrtechnical <kcrtechnical@gmail.com> wrote: From: kcrtechnical <kcrtechnical@gmail.com> Subject: [MW:13635] Longitudinal weld seam staggering _Section VIII Div 2 Reg., To: materials-welding@googlegroups.com Date: Wednesday, February 8, 2012, 6:04 PM Dear Friends,   What is the Staggering distance between 2 Longseams of 50mm thick shells, as per Section VIII Div 2   Best regards K C R -- To post to this group, send email to materials-welding@googlegroups.com To unsubscribe from this group, send email to materials-welding+unsubscribe@googlegroups.com For more options, visit this group's bolg at http://materials-welding.blogspot.com/ The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents.

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The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents.